EXPERIMENT # 1
Flow Characteristics of a Sluice Gate
CIVI 381
Hydraulics
September 30, 2014
Introduction
The objective of the experiment was to determine the discharge rate Q, the force on the gate Fg,
and to apply the continuity, momentum, and energy equ

Experiment 5
Discharge over a Rectangular Sharp-Crested Weir
CIVI 381
LT
November 25, 2014
Introduction
The objective of this experiment was to develop the sharp-crested weir calibration curve and
determine the discharge coefficient.
Theory
The sharp-cres

Introduction
The objective of part A was to demonstrate the formation of a hydraulic jump in a rectangular
channel and to plot the SED and SFD diagrams. The objective for part B was to apply the
momentum and continuity equations to analyze a submerged hyd

Introduction
The objective of this experiment was to verify the energy equation for a flow in a lateral
constriction in a rectangular channel.
Theory
When there is a lateral constriction, if it is slender enough, the flow may become critical at the
constr

Concordia University
Experiment #1: Energy/Specific Energy
Diagram for flow Through a Sluice Gate
Experiment #2: Pressure Distribution and
Force on a Sluice Gate
Yazeed Ibsais (27033788)
Date performed: May 9th 2016
Date handed in: May 16th 2016
CIVI 381

Date performed: September 22nd 2015
Date handed in: October 6th 2015
Civi 381
CIVI 381
Experiment #1: Energy/Specific Energy Diagram for flow Through a Sluice Gate
Experiment #2: Pressure Distribution and Force on a Sluice Gate
Yazeed Ibsais
27033788
Octo

Yazeed Ibsais
ID:27033788
Experiments #5 & #6: Flow through a Horizontal Contraction/Expansion
Lab report
Hydraulics, CIVI 381
Concordia University
November 3 2015
Objectives:
The purpose of this experiment is to verify the energy relationship. From the e

Yazeed Ibsais
ID:27033788
Experiment #8: Discharge over a Rectangular Weir
Lab report
Hydraulics, CIVI 381
Concordia University
November 24 2015
1. Introduction
This experiment is intended to derive the relationship between head and discharge for rectangu

Objectives
In this experiment, we are trying to verify the theory of hydraulic jump. The theory states
that when increasing Froudes number, the jump will increase proportionally. Using the results
obtained in this lab, the specific energy and specific for

Introduction
The objective of this lab is to determine the force on a broad-crested weir and to determine the
discharge coefficient, Cd, for the weir.
Theory
The force on the weir, Pw, can be found by the following equation:
Let the flow/width be q = Q/b

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CONCORDIA UNIVERSITY
DEPARTMENT OF BUILDING, CIVIL AND ENVIRONMENTAL ENGINEERING
CIVI 381: HYDRAULICS
Credits: 3.5
Fall 2015
1. Calendar Description
Basic hydrodynamics; Boundary layer theory, principle of energy losses; Steady flow in open ch